INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/99 PAGE : 250 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 308,207.05 ROUTE : 62X CALL ORDER : 250 CONTRACT ID : RS-24251-A COUNTIES : JEFFERSON LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/20/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR, INC. $ 249,390.60 100.0000% 2 61-0476452 HANSON AGGREGATES MIDWEST, INC. $ 252,285.02 101.1605% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 282,862.00 113.4212% ==================================================================================================================================== |(1) 35-1357381 |(2) 61-0476452 |(3) 35-2040801 |O'MARA, DAVE CONTRACTOR, INC|HANSON AGGREGATES MIDWEST, I|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 3.000 MOS | 1000.00000 3000.00| 975.00000 2925.00| 1100.00000 3300.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 1500.00000 1500.00| 2485.00000 2485.00| 14100.00000 14100.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 466.000 m | 9.00000 4194.00| 8.95000 4170.70| 8.80000 4100.80 GUARDRAIL, REMOVE | | | 0004 202-60820 2262.000 m2 | 3.00000 6786.00| 2.95000 6672.90| 3.00000 6786.00 SURFACE MILLING, ASPHALT | | | 0005 202-93741 9.000 EACH| 350.00000 3150.00| 305.00000 2745.00| 300.00000 2700.00 GUARD RAIL END TREATMENT, REMOVE | | | 0006 303-52309 913.500 Mg | 16.00000 14616.00| 14.40000 13154.40| 18.00000 16443.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0007 402-05473 2741.500 Mg | 26.00000 71279.00| 28.35000 77721.53| 32.00000 87728.00 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0008 402-05477 1828.000 Mg | 30.50000 55754.00| 29.80000 54474.40| 33.00000 60324.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0009 406-05520 17.000 Mg | 200.00000 3400.00| 190.00000 3230.00| 120.00000 2040.00 ASPHALT FOR TACK COAT | | | 0010 601-02103 39.000 m | 50.00000 1950.00| 46.95000 1831.05| 46.00000 1794.00 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0011 601-06037 16.000 EACH| 600.00000 9600.00| 536.50000 8584.00| 526.00000 8416.00 GUARDRAIL END TREATMENT, I | | | 0012 601-99105 886.000 m | 35.00000 31010.00| 33.60000 29769.60| 32.90000 29149.40 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0013 610-05527 173.100 Mg | 75.00000 12982.50| 58.95000 10204.25| 40.00000 6924.00 HMA FOR APPROACHES | | | 0014 801-06640 20.000 EACH| 60.00000 1200.00| 51.50000 1030.00| 50.00000 1000.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/99 PAGE : 250 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 308,207.05 ROUTE : 62X CALL ORDER : 250 CONTRACT ID : RS-24251-A COUNTIES : JEFFERSON LETTING DATE : 09/14/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 61-0476452 |(3) 35-2040801 |O'MARA, DAVE CONTRACTOR, INC|HANSON AGGREGATES MIDWEST, I|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06775 LUMP| 4000.00000 4000.00| 6165.00000 6165.00| 9744.50000 9744.50 MAINTAINING TRAFFIC | | | 0016 808-06712 1254.000 m | 0.20000 250.80| 0.18000 225.72| 0.20000 250.80 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0017 808-06713 10170.000 m | 0.20000 2034.00| 0.18000 1830.60| 0.16000 1627.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0018 808-06714 921.500 m | 0.20000 184.30| 0.18000 165.87| 0.20000 184.30 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0019 402-05495 750.000 Mg | 30.00000 22500.00| 33.20000 24900.00| 35.00000 26250.00 HMA WEDGE AND LEVEL | | | SECTION TOTALS | $ 249,390.60| $ 252,285.02| $ 282,862.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 249,390.60| $ 252,285.02| $ 282,862.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/99 PAGE : 260 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,233,387.50 ROUTE : US 20 CALL ORDER : 260 CONTRACT ID : RS-24342-A COUNTIES : LAPORTE LETTING DATE : 09/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 939,135.51 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 1,013,076.40 107.8732% 3 35-1035700 BUCKO CONSTRUCTION COMPANY, INC. $ 1,134,761.40 120.8304% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1035700 |RIETH RILEY CONSTRUCTION COM|WALSH & KELLY |BUCKO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 9.000 MOS | 1200.00000 10800.00| 1100.00000 9900.00| 1500.00000 13500.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 20000.00000 20000.00| 6000.00000 6000.00| 13500.00000 13500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 46000.00000 46000.00| 50000.00000 50000.00| 56738.00000 56738.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 66100.000 m2 | 0.50000 33050.00| 0.85000 56185.00| 0.80000 52880.00 SURFACE MILLING, ASPHALT | | | 0005 203-02000 3523.000 m3 | 1.00000 3523.00| 7.00000 24661.00| 11.50000 40514.50 EXCAVATION, COMMON | | | 0006 203-02080 0.300 km | 6000.00000 1800.00| 25000.00000 7500.00| 4500.00000 1350.00 LINEAR GRADING | | | 0008 303-04095 3000.000 Mg | 8.00000 24000.00| 16.00000 48000.00| 17.65000 52950.00 COMPACTED AGGREGATE FOR SHOULDER, 0, | | | SIZE NO. 73 | | | 0009 305-05204 150.000 Mg | 45.00000 6750.00| 60.00000 9000.00| 75.00000 11250.00 HMA FOR PATCHING | | | 0010 305-05206 6450.000 Mg | 22.00000 141900.00| 29.00000 187050.00| 35.75000 230587.50 WIDENING WITH HMA | | | 0011 401-05437 1100.000 Mg | 20.00000 22000.00| 27.00000 29700.00| 36.00000 39600.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0012 401-05455 8500.000 Mg | 30.00000 255000.00| 29.00000 246500.00| 30.30000 257550.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0013 401-05456 4700.000 Mg | 33.00000 155100.00| 32.00000 150400.00| 34.30000 161210.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0014 406-05520 41.000 Mg | 250.00000 10250.00| 240.00000 9840.00| 415.00000 17015.00 ASPHALT FOR TACK COAT | | | 0015 501-02400 LUMP| 10000.00000 10000.00| 3000.00000 3000.00| 5000.00000 5000.00 PROFILOGRAPH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/99 PAGE : 260 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,233,387.50 ROUTE : US 20 CALL ORDER : 260 CONTRACT ID : RS-24342-A COUNTIES : LAPORTE LETTING DATE : 09/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1035700 |RIETH RILEY CONSTRUCTION COM|WALSH & KELLY |BUCKO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 610-05527 1650.000 Mg | 33.00000 54450.00| 36.00000 59400.00| 39.15000 64597.50 HMA FOR APPROACHES | | | 0017 612-04315 60.100 Mg | 460.00000 27646.00| 460.00000 27646.00| 525.00000 31552.50 ASPHALT MATERIAL FOR UNDERSEAL | | | 0018 612-60410 1104.000 EACH| 4.70000 5188.80| 4.70000 5188.80| 5.00000 5520.00 DRILLED HOLE FOR UNDERSEAL | | | 0019 615-06527 1.000 EACH| 400.00000 400.00| 300.00000 300.00| 350.00000 350.00 MONUMENT, SECTION CORNER | | | 0020 621-01004 1.000 EACH| 650.00000 650.00| 650.00000 650.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0021 621-06559 6000.000 m2 | 0.55000 3300.00| 0.55000 3300.00| 0.55000 3300.00 MULCHED SEEDING, R | | | 0022 801-06203 21030.000 m | 0.61000 12828.30| 0.45000 9463.50| 0.72000 15141.60 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0023 801-06207 625.000 m | 4.41000 2756.25| 4.50000 2812.50| 3.00000 1875.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0024 801-06640 43.000 EACH| 85.00000 3655.00| 85.00000 3655.00| 85.00000 3655.00 CONSTRUCTION SIGN, A | | | 0025 801-06775 LUMP| 56050.00000 56050.00| 30000.00000 30000.00| 21600.00000 21600.00 MAINTAINING TRAFFIC | | | 0026 808-06701 60.000 m | 0.80000 48.00| 0.80000 48.00| 0.80000 48.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0027 808-06703 12651.000 m | 0.80000 10120.80| 0.80000 10120.80| 0.80000 10120.80 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0028 808-75240 867.000 m | 0.80000 693.60| 0.80000 693.60| 0.80000 693.60 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0029 808-75245 6209.000 m | 0.80000 4967.20| 0.80000 4967.20| 0.80000 4967.20 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0030 808-75297 67.000 m | 9.00000 603.00| 9.00000 603.00| 9.00000 603.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0031 808-75996 498.000 EACH| 2.22000 1105.56| 4.00000 1992.00| 3.90000 1942.20 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0032 808-75998 498.000 EACH| 26.00000 12948.00| 26.00000 12948.00| 26.00000 12948.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/99 PAGE : 260 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,233,387.50 ROUTE : US 20 CALL ORDER : 260 CONTRACT ID : RS-24342-A COUNTIES : LAPORTE LETTING DATE : 09/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1035700 |RIETH RILEY CONSTRUCTION COM|WALSH & KELLY |BUCKO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 801-04308 4.000 EACH| 85.00000 340.00| 85.00000 340.00| 85.00000 340.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0034 801-06605 6.000 EACH| 70.00000 420.00| 70.00000 420.00| 70.00000 420.00 BARRICADE, IIIA | | | 0035 801-06606 2.000 EACH| 80.00000 160.00| 80.00000 160.00| 80.00000 160.00 BARRICADE, IIIB | | | 0036 801-06625 8.000 EACH| 79.00000 632.00| 79.00000 632.00| 79.00000 632.00 DETOUR ROUTE MARKER ASSEMBLY | | | SECTION TOTALS | $ 939,135.51| $ 1,013,076.40| $ 1,134,761.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 939,135.51| $ 1,013,076.40| $ 1,134,761.40 ====================================================================================================================================